Masonry Repairs Amendment.docx
DOCX document 17 KB Posted
- Solicitation number
- 36C24225B0041
About this file
This document is an Amendment #1 to a Statement of Work (SOW) for a Masonry Repairs Campus Wide Project at the Batavia VA Medical Center, specifically detailing repairs for the Front Entrance (Main Gate) sign and Building 3 handrail. The amendment provides precise technical specifications for sign construction, including requirements for rebar placement, concrete block usage, brick installation, mortar types, and waterproofing techniques. Key details include using #5 rebar (non-epoxy coated), 8"x8"x16" CMU blocks, actual bricks with a 1-inch air gap, weep holes, and limestone cap installation.
The related federal contract opportunity is a 100% set-aside solicitation for Service-Disabled Veteran-Owned Small Businesses (SDVOSB) under NAICS Code 238149 "Masonry Contractors" with a $19M size standard. The project is valued between $250,000 and $500,000, with anticipated contract award in August 2025. The solicitation covers concrete repairs and sealant work for building entrances, and bid bonding will be required. Solicitation materials will be available on SAM.gov around July 28, 2025, with the work to be performed at the Batavia, NY VA Medical Center.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 36C24225B0041 0001.docx | DOCX document | |
| site visit.pdf | ||
| REQUEST FOR INFORMATION 2.docx | DOCX document | |
| LIMITATIONS OF SUBCONTRACTING CERTIFICATE 852.219-75.docx | DOCX document | |
| Parking location for site Visit.pdf | ||
| Specifications.zip | ZIP file | |
| P07 - WAGE DETERMINATION.pdf | ||
| BUY AMERICAN ACT CERTIFICATE 52.225-2.docx | DOCX document | |
| IMG_0900.jpeg | JPEG file | |
| Drawings.zip | ZIP file | |
| IMG_0901.jpeg | JPEG file | |
| 4_Image_0001.jpg | JPG image | |
| 3_Image_0001.jpg | JPG image | |
| 36C24225B0041_2.docx | DOCX document | |
| IMG_0899.jpeg | JPEG file | |
| 5_Image_0001.jpg | JPG image | |
| Batavia_Site_Map and work locations.pdf | ||
| 2_Image_0001.jpg | JPG image | |
| IMG_0897.jpeg | JPEG file | |
| 1_Image_0001.jpg | JPG image |
Show all 20
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
| Project Name: | Masonry Repairs Campus Wide |
| Project Number: | 528A4-25-208 |
August 12, 2025 Amendment #1
Front Entrance (Main Gate) – Front Sign Repairs
From the Statement of Work (SOW) dated 02 June 2025, under section 1.4 Scope. Refer to Front Entrance (Main Gate) – Front Sign Repairs. This amendment shall further clarify how the sign will be constructed. Refer to the drawings provided, and the additional information provided in this amendment.
· The existing concrete base with the two (2) holes shall be re-used.
· Reinforcing rebar shall be #5 for both vertical and horizontal use in the sign. Do NOT use epoxy coated rebar.
· Dowel into the existing concrete base and secure rebar with epoxy to the existing base. Every hollow concrete block shall have one (1) rebar vertically secured into the existing base and the vertical rebar shall extend to the top of the hollow block concrete masonry units (CMU).
· Use type S mortar between blocks at the base. The joints shall be 1/2".
· The CMU portion of this sign shall be solid masonry and filled with concrete.
· CMU blocks shall be 8”x8”x16”.
· #5 rebar shall also be placed on the second level and at the top level of the CMU block on the horizontal and wire tied with the vertical #5 rebar.
· The top of the vertical rebar shall secure all the blocks and the concrete fill.
· Use flashing around the base of the CMU to direct water in the air gap between the bricks and CMU out the weep holes.
· The brick shall be actual brick to match existing and NOT brick veneer.
· There shall be an air gap between the brick and CMU (1 inch air gap) with weep holes at the base to allow water to escape. The weep holes shall be a max of 16 inches apart and 5/8-inch diameter.
· Tie backs for bricks to secure to the CMU block shall be one per every 2.2 square feet minimum. Each brick tie back shall support NO more than 2.2 square feet of brick.
· The limestone cap to be installed with type S mortar on the top of sign.
· The height, width and brickwork layout and appearance shall match the sign across the road at the main gate.
· Grout around steel poles from sign provided on this contract to the base of the concrete to assure that the sign is secured.
· Provide all submittals and shop drawings with samples of the brick, construction, etc.
· Refer to the existing Statement of Work (SOW) for all other information.
Building 3 – Front Entrance
· Remove, cut out and fabricate a new handrail’s leg to secure east side handrail base to the step to match west side handrail.
· Refinish both sides with fresh paint to match existing.
End of Amendment
File details come from the government source that posted it. Updated .